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Seismic pressures on rigid cantilever walls retaining elastic continuously non-homogeneous soil: An exact solution
The dynamic response of an elastic continuously nonhomogeneous soil layer over bedrock
retained by a pair of rigid cantilever walls to a horizontal seismic motion and the associated …
retained by a pair of rigid cantilever walls to a horizontal seismic motion and the associated …
Dynamic soil-structure interaction between retaining walls, retaining soil and retained structures
PN Psarropoulos, Y Tsompanakis… - Bulletin of Earthquake …, 2022 - Springer
Dynamic soil response and dynamic soil-structure interaction (DSSI) play an important role
on the seismic response and distress of all engineering structures. The role of soil response …
on the seismic response and distress of all engineering structures. The role of soil response …
Simple wave solution for seismic earth pressures on nonyielding walls
P Kloukinas, M Langousis… - Journal of Geotechnical …, 2012 - ascelibrary.org
Abstract Design of retaining walls for earthquake action is traditionally performed by limit
analysis procedures—notably the classical solution of Mononobe-Okabe and its variants …
analysis procedures—notably the classical solution of Mononobe-Okabe and its variants …
Seismic analysis of cross-anisotropic poroelastic layered soil retained by rigid walls
This study examines the seismic behavior of a rigid wall in cross-anisotropic poroelastic
layered soil, focusing on the frequency domain. Both analytical and numerical solutions are …
layered soil, focusing on the frequency domain. Both analytical and numerical solutions are …
Dynamic soil pressures on rigid vertical walls in presence of generalized inhomogeneous soils
A Della Corte, N Letizia, A Tsikas… - Earthquake …, 2024 - Wiley Online Library
The problem of evaluating the dynamic pressures and the associated forces that are
induced by ground shaking on rigid vertical walls is revisited. This study develops a novel …
induced by ground shaking on rigid vertical walls is revisited. This study develops a novel …
Exact seismic response of smooth rigid retaining walls resting on stiff soil
J Garcia‐Suarez, D Asimaki - International Journal for …, 2020 - Wiley Online Library
The assessment of forces exerted on walls by the backfill is a recurrent problem in
geotechnical engineering, owing to its relevance for both retaining systems and …
geotechnical engineering, owing to its relevance for both retaining systems and …
Approximate analytical/numerical solutions for the seismic response of rigid walls retaining a transversely isotropic poroelastic soil
Q Gong, EV Muho, ND Beskou, Y Zhou - Advances in Engineering Software, 2025 - Elsevier
Three approximate analytical solutions for the problem of the seismic response of two rigid
cantilever walls retaining a transversely isotropic poroelastic soil layer over bedrock are …
cantilever walls retaining a transversely isotropic poroelastic soil layer over bedrock are …
Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution
GA Papagiannopoulos, DE Beskos… - Soil Dynamics and …, 2015 - Elsevier
The dynamic response of a water-saturated linear poroelastic soil layer over bedrock
retained by a pair of rigid cantilever walls to a horizontal seismic excitation is obtained …
retained by a pair of rigid cantilever walls to a horizontal seismic excitation is obtained …
Seismic analysis of rigid walls retaining a cross-anisotropic poroelastic soil layer over bedrock
ND Beskou, GA Papagiannopoulos… - Soil Dynamics and …, 2018 - Elsevier
The dynamic response of rigid walls retaining a cross-anisotropic poroelastic soil layer over
bedrock to seismic horizontal excitation is determined analytically under conditions of plane …
bedrock to seismic horizontal excitation is determined analytically under conditions of plane …
Seismic analysis of rigid walls retaining a cross-anisotropic elastic soil layer over bedrock
ND Beskou, GA Papagiannopoulos… - Computers and …, 2018 - Elsevier
The dynamic response of rigid walls retaining a cross-anisotropic elastic soil layer over
bedrock to seismic horizontal excitation is determined analytically under conditions of plane …
bedrock to seismic horizontal excitation is determined analytically under conditions of plane …